36C24718R0625-003.pdf

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WM. JENNINGS BRYAN DORN

VA MEDICAL CENTER

COLUMBIA, SC 29209

INDEX OF DRAWINGS

WATER TOWER

IMPROVEMENT

FINAL CONSTRUCTION DOCUMENTS

PROJECT # 544-15-205

FINAL CONSTRUCTION DOCUMENTS

U.S. Department of Veterans Affairs www.atriaxgroup.com

Atriax, pllc 102 3rd Avenue, NE PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 NC Architectural License No.: 51254

4191RE

G

IS

TERED ARCHITECT

NORT H CA ROL I N

AC

H

A R L OT T E ,

N

. C

C

HA

RL

ES

WI LL IAM

BEV

IN

S

02/28/2018

D

UNITED STAT ES OF AMERIC

A

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IA

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ASNARETEVFOTNEMTRAPE

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GENERAL

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GI001

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ARCHITECTURAL

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COVER SHEET

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SITE LAYOUT AND DETAILS

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PARTIAL FLOOR PLAN, PARTIAL ELEVATION/ SECTION - NEW WORK

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WATER TOWER DETAILS

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AE101

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AE501

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COVER SHEET

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GI001

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TLR

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CWB

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VA FORM 08-6231

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IMPROVEMENT

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WATER TOWER

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SC

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COLUMBIA

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W.J.B. DORN VAMC

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CAMPUS MAP

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NTS

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WATER TOWER

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BOILER PLANT

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WATER MONITORING SYSTEM DETAILS

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WATER LINE TRENCH DETAIL3

FINAL CONSTRUCTION DOCUMENTS

U.S. Department of Veterans Affairs www.atriaxgroup.com

Atriax, pllc

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

Phone: 828.315.9962

Fax: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

N

Scale: NTS

SITE PLAN1

Scale: NTS

ASPHALT PAVING DETAIL5Scale: NTS

CURB AND GUTTER DETAIL4

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VALVE BOX AND CONCRETE COLLAR6

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CONCRETE SIDEWALK7

(TYPICAL AT CURB VALVE)

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EXISTING 12" DUCTILE IRON PIPE WATER

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EXISTING 8" DUCTILE IRON PIPE WATER

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BOILER BUILDING

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EXISTING 12" VALVE

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EXISTING 8" DUCTILE IRON PIPE TO WATER TOWER

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EXISTING 10" DUCTILE IRON PIPE FROM WATER TOWER

AutoCAD SHX Text EXISTING 10"x12"x12" DUCTILE IRON PIPE TEE

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TAP EXISTING 12" WATER MAIN W/ CORPORATION STOP

AutoCAD SHX Text ROUTE NEW 3/4" TYPE K COPPER WATER MONITORING SAMPLE LINES (2) TO BOILER BUILDING. PROVIDE 30" OF COVER. LOCATE TAPS AND SAMPLE LINES AS TO NOT INTERFERE WITH OTHER UTILITIES.

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EXISTING SANITARY SEWER

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EXISTING STORM SEWER

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CURB STOP W/ VALVE BOX

AutoCAD SHX Text COORDINATE INTERIOR ROUTING OF NEW WATER LINES WITH THE LOCATION OF EXISTING SURFACE MOUNTED UTILITIES.

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TAP EXISTING 8" WATER MAIN W/ CORPORATION STOP

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REMOVE AND REPLACE SECTION OF SIDEWALK BETWEEN CONTROL JOINTS.

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CURB STOP W/ VALVE BOX

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AutoCAD SHX Text NO. DESCRIPTION DESCRIPTION DESCRIPTION 1. WATER MAIN WATER MAIN 2. DOUBLE STRAP SERVICE SADDLE - CC (TAPER) THREAD OUTLET DOUBLE STRAP SERVICE SADDLE - CC (TAPER) THREAD OUTLET 3. BALL CORPORATION STOP - CC (TAPER) THREAD X CTS COMPRESSION BALL CORPORATION STOP - CC (TAPER) THREAD X CTS COMPRESSION 4. TYPE K COPPER TUBING TYPE K COPPER TUBING 11. AWG #12 GAUGE COPPER TRACER WIRE (THWN) - WITH BLUE INSULATION

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BACKFILL MATERIAL COMPACTED IN 6" LIFTS

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6" SAND

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UNDISTURBED EARTH

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FINISH GRADE, SIDEWALK, OR ASPHALT PAVEMENT

AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 5. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.

AutoCAD SHX Text 1/4" [6mm] R. (TYP.) FORMED JOINTS ONLY

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3000 PSI CONCRETE

AutoCAD SHX Text EXPANSION JOINT WITH 1/4" [6mm] BITUMINOUS JOINT FILLER

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VA FORM 08-6231

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IMPROVEMENT

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WATER TOWER

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SC

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COLUMBIA

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W.J.B. DORN VAMC

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FINAL CONSTRUCTION DOCUMENTS

U.S. Department of Veterans Affairs www.atriaxgroup.com

Atriax, pllc

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

Phone: 828.315.9962

Fax: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

4191RE

G

IS

TERED ARCHITECT

NORT H CA ROL I N

AC

H

A R L OT T E , N

. C

C

HA

RL

ES W I LL IAM BEV

IN

S

02/28/2018

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NEW " TYPE K COPPER 34" TYPE K COPPER WATER LINES REFERENCE CIVIL DRAWING C-101

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EXISTING EXTERIOR MASONRY WALL VERIFY WALL THICKNESS IN FIELD

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EXISTING STEEL COLUMN

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EXISTING DOOR

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TRANSITION POINT TO " WATER LINE 12" WATER LINE 24" A.F.F.

AutoCAD SHX Text SECURE NEW " WATER LINES TO EXISTING WALL 12" WATER LINES TO EXISTING WALL MIN. 3'-0" O.C.

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AutoCAD SHX Text GENERAL NEW WORK NOTES 1. REFERENCE CIVIL DRAWING C-101 FOR SITE WORK.REFERENCE CIVIL DRAWING C-101 FOR SITE WORK.

AutoCAD SHX Text SHEET KEYNOTES # # # 1. DEMO AND REMOVE SECTION OF EXISTING CONCRETE DEMO AND REMOVE SECTION OF EXISTING CONCRETE WALKWAY. CUT AT EXISTING CONTROL JOINTS. INSTALL NEW WATER LINES. POUR NEW CONCRETE WALK SECTION TO MATCH EXISTING IN HEIGHT, FINISH AND REINFORCING. 2. FABRICATE AND INSTALL, 7 GAUGE STAINLESS STEEL FABRICATE AND INSTALL, 7 GAUGE STAINLESS STEEL PROTECTIVE COVER FOR WATER LINES. FILL ALL VOIDS INSIDE COVER WITH INSULATION. ATTACHED TO EXISTING MASONRY WALL WITH 4 - " EXPANSION ANCHORS. 12" EXPANSION ANCHORS.3. DRILL 1 EACH, 1 " HOLE THROUGH EXISTING MASONRY DRILL 1 EACH, 1 " HOLE THROUGH EXISTING MASONRY 12" HOLE THROUGH EXISTING MASONRYWALL FOR EACH NEW " PIPING. PROVIDE 1 " PIPE 34" PIPING. PROVIDE 1 " PIPE 12" PIPESLEEVE, BACKER ROD & CAULKING EACH SIDE OF WALL PER PIPE. 4. PROVIDE 1 EACH, 3" x 6" MIN. PVC SLEEVE FOR NEW PROVIDE 1 EACH, 3" x 6" MIN. PVC SLEEVE FOR NEWPIPING AND INSULATION. 5. 1" PIPE INSULATION. EXTEND TO 1'-0" MIN. BELOW FINISH 1" PIPE INSULATION. EXTEND TO 1'-0" MIN. BELOW FINISH GRADE. 6. " TYPE K COPPER SUPPLY LINE FROM MAIN WATER LINE 34" TYPE K COPPER SUPPLY LINE FROM MAIN WATER LINE AND CAMPUS LOOP LINE WET TAP. 7. " TYPE K COPPER DRAIN LINES FROM WATER MONITORING 12" TYPE K COPPER DRAIN LINES FROM WATER MONITORING SYSTEM TO EXISTING FLOOR DRAIN. RUN ON TOP OF FLOOR. SECURE TO FLOOR AT WALL AND AT EDGE OF FLOOR DRAIN. 2 PER MONITORING SYSTEM. 8. WATER MONITORING SYSTEM COMPLETE WITH MOUNTING WATER MONITORING SYSTEM COMPLETE WITH MOUNTING BOARD AND STRUCTURAL SUPPORT. CONTRACTOR TO SECURE TO WALL WITH " ANCHOR BOLTS PER WATER MONITORING 12" ANCHOR BOLTS PER WATER MONITORINGSYSTEMS MANUFACTURER'S INSTRUCTIONS. WATER MONITORING SYSTEM TO BE POWERED BY EXISTING 120V DUPLEX OUTLETS.

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VA FORM 08-6231

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W.J.B. DORN VAMC

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EXISTING TO REMAIN

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STAINLESS STEEL

PROTECTIVE COVER

of Veterans Affairs www.atriaxgroup.com

Atriax, pllc

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

Phone: 828.315.9962

Fax: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

4191RE

G

IS

TERED ARCHITECT

NORT H CA ROL I N

AC

H

A R L OT T E , N

. C

C

HA

RL

ES W I LL IAM BEV

IN

S

02/28/2018

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W.J.B. DORN VAMC

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544-15-205 of Veterans Affairs www.atriaxgroup.com

Atriax, pllc

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

Phone: 828.315.9962

Fax: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

4191RE

G

IS

TERED ARCHITECT

NORT H CA ROL I N

AC

H

A R L OT T E , N

. C

C

HA

RL

ES W I LL IAM BEV

IN

S

02/28/2018

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AE502

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TLR

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CWB

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AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 2/28/2018

AutoCAD SHX Text

IMPROVEMENT

AutoCAD SHX Text

WATER TOWER

AutoCAD SHX Text

SC

AutoCAD SHX Text

COLUMBIA

AutoCAD SHX Text

W.J.B. DORN VAMC

AutoCAD SHX Text

544-15-205

544.15.205 GI001
544.15.205 C101
544.15.205 AE101
544.15.205 AE502

File details come from the government source that posted it.